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JOINT METHOD OF PREVIOUS SHIELD TUNNEL AND TUNNEL CONSTRUCTION METHOD EMPLOYING THIS METHOD

机译:以前的盾构隧道联合方法和采用该方法的隧道施工方法

摘要

PROBLEM TO BE SOLVED: To provide a method that can safely assure high strength joined walls with small quantity of material without requiring ground self-standing during the joint operation of between previous tunnels being constructed in parallel. ;SOLUTION: Arcuate segments 30a, 30b are extruded in a manner being joined in the arcuate direction in turn from one side toward the other side of previous shield tunnel 10, 10, and then the tip end thereof is allowed to reach the other side in order to form an arcuate strip underground walls 50a, 50b between both tunnels, and further a following strip underground wall is formed successively n the same manner along the side surface of the previously formed strip underground wall, thus forming arcuate tunnel joint underground walls 12a, 12b between both previous shield tunnels 10, 10.;COPYRIGHT: (C)2000,JPO
机译:要解决的问题:提供一种方法,该方法可以安全地确保使用少量材料制成的高强度连接墙,而在并行建造的先前隧道之间的联合操作期间,无需地面自立。 ;解决方案:弓形段30a,30b以从前一个盾构隧道10、10的一侧向另一侧依次在弓形方向上连接的方式挤出,然后使其末端到达图2中的另一侧。为了在两个隧道之间形成弧形带状地下壁50a,50b,并且进一步沿着先前形成的带状地下壁的侧面以相同的方式连续形成随后的带状地下壁,从而形成弧形隧道接合地下壁12a,前两个屏蔽隧道10、10之间的12b;版权:(C)2000,JPO

著录项

  • 公开/公告号JP2000274200A

    专利类型

  • 公开/公告日2000-10-03

    原文格式PDF

  • 申请/专利权人 PENTA OCEAN CONSTR CO LTD;

    申请/专利号JP19990084315

  • 发明设计人 ONODA KOJI;

    申请日1999-03-26

  • 分类号E21D13/02;E21D9/00;

  • 国家 JP

  • 入库时间 2022-08-22 02:00:42

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